| 静压桩挤土效应分析 |
| |
| 引用本文： | 卓杨,邵天一. 静压桩挤土效应分析[J]. 山西建筑, 2012, 0(34): 83-85 |
| |
| 作者姓名： | 卓杨 邵天一 |
| |
| 作者单位： | 中交上海三航科学研究院有限公司;上海大学 |
| |
| 摘 要： | 以无锡洛龙湾一号一期工程为背景,对静压桩施工引起的挤土效应进行有限元分析,得出了土体挤压的一般性规律,在此基础上改变静压桩参数,分析了桩截面、桩靴的变化对桩周土体不同位置、不同深度处位移、应力的影响,以期为静压桩设计与施工提供依据。
|
| 关 键 词： | 静压桩 挤土效应 有限元 |
Analysis of statically-jacked pile soil-compacting effect |
| |
| ZHUO Yang,SHAO Tian-yi. Analysis of statically-jacked pile soil-compacting effect[J]. Shanxi Architecture, 2012, 0(34): 83-85 |
| |
| Authors: | ZHUO Yang SHAO Tian-yi |
| |
| Affiliation: | 1.Shanghai Third Harbor Science Institute of China Communications Construction Corporation Co.,Ltd,Shanghai 200032,China; 2.Shanghai University,Shanghai 200433,China) |
| |
| Abstract: | Relying on Wuxi Luolongwan the first project as the background, the soil-compaction effect caused by statically-jacked pile construction is analyzed by the finite element method, and the general rules is concluded. Based on that change the parameters of statically-jacked pile, analyze the effects of different position, different depth place displacement and stress caused by changing pile section or the pile shoe, and pro- vide the basis for design and construction of statically-jacked pile. |
| |
| Keywords: | statically-jacked pile soil-compacting effect finite element |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
